Maryland Avenue 4-to-3 Lane Conversion Trial Open House November - - PowerPoint PPT Presentation
Maryland Avenue 4-to-3 Lane Conversion Trial Open House November - - PowerPoint PPT Presentation
Maryland Avenue 4-to-3 Lane Conversion Trial Open House November 19, 2019 Presentation Overview Lane reductions in Ramsey County Core transportation principles 2020 study and evaluation Benefits and trade-offs
Presentation Overview
- Lane reductions in Ramsey County
- Core transportation principles
- 2020 study and evaluation
- Benefits and trade-offs
- Maryland Avenue 4-to-3
Lane Conversion Trial
- Background
- Trial implementation
- Analysis
- Remaining schedule
Four-lane undivided Three-lane w/center turn lane
- Ensuring equitable access to people of all abilities to use the
County transportation network
- Ensuring safety for all when using the
County transportation network
- Implementing an integrated and fully interconnected
transportation system utilizing a variety of modes
- Aligning all transportation principles and policies with
comprehensive planning
- Incorporating sensitivity to environment and context in all
transportation planning
- Incorporating meaningful engagement with communities
Ramsey County Core Transportation Principles*
* from Ramsey County’s All Abilities Transportation Network Policy
Ramsey County Lane Reduction Study and Evaluation
An evaluation of undivided four-lane roads in the county to determine whether a lane reduction would have a positive impact is expected to be completed in 2020. Criteria to be considered:
Benefits
- Safer and easier crossings for
pedestrians
- Reduced vehicle speed
- Left turns separated from
through traffic
- Reduced crash severity
Trade-offs
- Increased travel time
- Longer lines of vehicles at traffic
lights
- Fewer gaps between vehicles:
difficult for vehicles to cross or make left turns
4-to-3 Lane Conversions: Benefits and Trade-offs
Background
Maryland Avenue 4-to-3 Lane Conversion Trial
What changes were expected during the three-lane trial?
- Improved safety
- Decreased vehicle speeds
- Decreased injury crashes
- Decreased rear-end/sideswipe crashes
- Increased pedestrians crossing
- Impacts to vehicle movements
- Increased travel time/delay/back ups during rush hour
- Fewer gaps between vehicles
- Potential increased use of nearby streets
- Improved quality of life
- Improved driver/pedestrian comfort
How is the three-lane trial being evaluated?
Community Feedback
Positive
- Improved pedestrian and motorist safety
- Enhanced pedestrian crossing helps protect
pedestrians and prevents motorists from driving down center left-turn lane
- Would like to see 3-lane permanently
implemented on Maryland Avenue and other 4-lane undivided roads
Challenges
- Increased delay and backups, especially
during morning/afternoon rush hours
- Illegal use of center two-way left-turn lane
- Fewer gaps in traffic
Photos from open house and walking tour (July 2019)
Pedestrian Crossings
- During study period, minimal change in pedestrian
behavior was observed
- Pedestrian counts were collected over two
- bservation days before and after the 4-to-3-lane
conversion
- Pedestrian crossings at Clark Street were down.
Pedestrians are encouraged to cross at either Arkwright Street or Desoto Street (away from the eastbound merge at Clark Street)
Vehicle Gaps
- As expected, vehicle
gaps are down, resulting in an increase in side-street delay
- However, side-street
delay increases average approximately 10 seconds
Traffic Volumes
Traffic volumes down approximately 100 vehicles per rush hour
Vehicle Speeds – Maryland Avenue
- Maryland Avenue
average speeds have declined 4-6 mph
Vehicle Speeds – Parallel Streets
- No observed
speed increase on nearby parallel streets
- Overall, no
consistent pattern
- f speed change
- n parallel streets
Vehicle Delay/Backups
- As expected, vehicle delay is up during the
AM/PM rush hours
- However, rush hour delay is still well within
acceptable standards for an urban setting
Eastbound Average Travel Time (s) Average Travel Speed (mph) Level
- f
Service Average Travel Time (s) Average Travel Speed (mph) Level
- f
Service AM Peak Hour 115 23 B 132 20 B Off-Peak 104 26 A 122 22 B PM Peak Hour 148 18 C 180 15 C 4-Lane 3-Lane Trial Westbound Average Travel Time (s) Average Travel Speed (mph) Level
- f
Service Average Travel Time (s) Average Travel Speed (mph) Level
- f
Service AM Peak Hour 118 23 B 158 17 C Off-Peak 96 28 A 114 24 B PM Peak Hour 121 22 B 122 22 B 4-Lane 3-Lane Trial
Travel Time
- As expected, travel time is up slightly
(≤40s) during the AM/PM rush hours from Westminster to Greenbrier
- Travel time increases are lower during
- ff-peak periods (≤20s) from
Westminster to Greenbrier
Crash Experience
Note: More crash data will be gathered at the end of the three-lane trial period